CN113175140B - Precast concrete floor slab and mechanical slab joint connection node - Google Patents
Precast concrete floor slab and mechanical slab joint connection node Download PDFInfo
- Publication number
- CN113175140B CN113175140B CN202110516805.1A CN202110516805A CN113175140B CN 113175140 B CN113175140 B CN 113175140B CN 202110516805 A CN202110516805 A CN 202110516805A CN 113175140 B CN113175140 B CN 113175140B
- Authority
- CN
- China
- Prior art keywords
- metal
- precast concrete
- connecting piece
- plate
- metal connecting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 239000011178 precast concrete Substances 0.000 title claims abstract description 88
- 239000002184 metal Substances 0.000 claims abstract description 149
- 239000004567 concrete Substances 0.000 claims description 29
- 229910000831 Steel Inorganic materials 0.000 claims description 26
- 239000010959 steel Substances 0.000 claims description 26
- 238000005452 bending Methods 0.000 claims description 14
- 230000002787 reinforcement Effects 0.000 claims description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 238000003466 welding Methods 0.000 claims description 8
- 238000007569 slipcasting Methods 0.000 claims description 4
- 230000009471 action Effects 0.000 description 7
- 238000000034 method Methods 0.000 description 7
- 230000008901 benefit Effects 0.000 description 5
- 230000006378 damage Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 238000013461 design Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 239000002002 slurry Substances 0.000 description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- 238000010008 shearing Methods 0.000 description 3
- 238000012546 transfer Methods 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002457 bidirectional effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000002028 premature Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/023—Separate connecting devices for prefabricated floor-slabs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6801—Fillings therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2103/00—Material constitution of slabs, sheets or the like
- E04B2103/02—Material constitution of slabs, sheets or the like of ceramics, concrete or other stone-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2103/00—Material constitution of slabs, sheets or the like
- E04B2103/06—Material constitution of slabs, sheets or the like of metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention relates to a precast concrete floor slab and a mechanical slab joint connection node, which comprises a left precast concrete floor slab and a right precast concrete floor slab, wherein the right end of a precast concrete body of the left precast concrete floor slab is provided with a left first metal connecting piece and a left second metal connecting piece which are arranged up and down; bolts between the left second metal connecting piece and the right second metal connecting piece are located between the lower side framework and the corresponding horizontal connecting plate. The invention provides a mechanical slab joint connecting node and a precast concrete floor slab, which are convenient to connect floor slabs and have firm fixation of embedded parts.
Description
Technical Field
The invention relates to the field of assembled floor structures, in particular to a precast concrete floor slab and a mechanical slab joint connecting node.
Background
The prefabricated concrete floor system mainly comprises an assembled integral floor system and a superposed floor system, namely a prefabricated floor structure which is formed by paving a reinforcing mesh on a prefabricated plate and pouring concrete later belongs to a 'wet' floor system. The existence of 'wet' floor post-cast concrete remains the defect of the cast-in-place concrete floor, needs a large amount of wet operation and field operation, needs a certain amount of templates and supports, has complex operation, difficult quality guarantee, long construction period, great influence of seasons and climate on engineering precision and quality, great resource consumption and great influence on environment.
The occurrence of the pre-buried connecting piece 'dry' floor cover plate reduces a large amount of on-site wet operation, reduces the demand for the template and the support, but the integrity of the floor is poor, the bearing capacity and the rigidity of the floor depend on the performance of the pre-buried connecting piece, the air outlet rigidity of the floor is slightly larger than that of the cast-in-place floor, the connecting piece has the slippage phenomenon with the increase of the load, the rigidity is obviously reduced, and the rigidity is easily lower than that of the cast-in-place floor.
In the method of plate joint connection, for the assembly of an integral floor system, reinforcing steel bars with certain lengths are reserved on the sides of precast slabs, then the steel bars on the sides of the slabs are connected together through structural measures, the slabs are subjected to galling treatment, the reinforcing steel bars are laid, and then concrete is poured. Although the method has the characteristics of saving the using amount of the support and the template and having large rigidity of the floor, the method has the advantages of complex process, low industrialization degree and large dead weight, thereby causing large earthquake action and being unfavorable for the construction cost and the earthquake-proof design of the structure. The investigation shows that the phenomenon of cracking of cast-in-place concrete of the laminated floor after slab joints under the action of temperature and normal use load is common, the shear bearing capacity of the tooth-groove type slab joint connection is poor, the slab joints of the floor are firstly damaged in the elastic working stage under the action of earthquake, the integrity of the floor is reduced after the slab joint reinforcing steel bars are yielded, and large in-plane deformation is generated so as to generate the integral damage of the floor, and the phenomenon is common in multiple earthquakes. Meanwhile, tests show that the connecting piece slides firstly before the 'dry' floor of the embedded connecting piece is damaged, and a 45-degree oblique crack appears near the connecting piece. Along with the increase of load, the crack develops gradually, until the concrete is destroyed near the connecting piece, the connecting piece is pulled out, so that the floor slab crack can be destroyed first and the integral destruction can be rapidly generated under the action of earthquake.
In the prior art, pre-embedded parts are generally manufactured in concrete floor slabs, adjacent floor slabs are connected into a whole in a welding mode, and concrete is filled in slab joints. This kind of connection form exists welding operation, and the connection process is more complicated, and the joint strength between built-in fitting and the floor board can't effectively obtain guaranteeing.
Disclosure of Invention
The invention aims to provide a mechanical slab joint connecting node which is convenient to connect floor boards and is firmly fixed by embedded parts; the invention also aims to provide a precast concrete floor slab used in the mechanical slab joint.
In order to solve the technical problems, the technical scheme of the invention is as follows:
mechanical type slab joint connected node, including controlling adjacent left side precast concrete floor slab and the right side precast concrete floor slab who sets up, each precast concrete floor slab all includes framework of steel reinforcement and pours the precast concrete body who fixes into overall structure with framework of steel reinforcement, framework of steel reinforcement includes the upside skeleton, downside skeleton and connection in the upside skeleton, the splice bar between the downside skeleton, the upside skeleton, downside skeleton all includes the reinforcing bar of violently indulging staggered arrangement, the prefabricated concrete body's of left side precast concrete floor slab right-hand member is provided with the first metal connector in left side and the second metal connector in left side of arranging from top to bottom, the left end of the prefabricated concrete body of right side precast concrete floor slab is provided with the first metal connector in right side and the second metal connector in right side of arranging respectively with the first metal connector in left side and the corresponding arrangement of left side second metal connector, each metal connector all includes horizontal connection board and the vertical connection board of vertical arrangement who links to each other with horizontal connection board The vertical connecting plates are positioned on the outer sides of the corresponding precast concrete bodies, the adjacent vertical connecting plates corresponding to the two metal connecting pieces are arranged in parallel and connected through bolts, and cast-in-situ concrete bodies are poured on the peripheries of the vertical connecting plates, the bolts and the horizontal connecting plates;
the metal connecting pieces also comprise two metal plates which are poured and fixed with the corresponding precast concrete body to form an integral structure, the metal plate of the left first metal connecting piece is welded and fixed at the lower side of the upper side framework of the left precast concrete body, the metal plate of the left second metal connecting piece is welded and fixed at the upper side of the lower side framework of the left precast concrete body, the metal plate of the right first metal connecting piece is welded and fixed at the lower side of the upper side framework of the right precast concrete body, the metal plate of the right second metal connecting piece is welded and fixed at the upper side of the lower side framework of the right precast concrete body, and each metal plate is respectively arranged with the corresponding horizontal connecting plate in parallel,
in the same metal connecting piece, compared with metal plates, the horizontal connecting plate is positioned at the position close to the center of the thickness of the corresponding precast concrete floor slab, and the two metal plates are respectively connected with the front side and the rear side of the horizontal connecting plate in a welding way through corresponding bending plates;
bolts between the left first metal connecting piece and the right first metal connecting piece are positioned between the upper side framework and the corresponding horizontal connecting plate; bolts between the left second metal connecting piece and the right second metal connecting piece are located between the lower side framework and the corresponding horizontal connecting plate.
The plate of bending include with correspond metal sheet integrated into one piece, the plate of bending include with the horizontal segment that the horizontal connecting plate welding links to each other with connect the slope section between metal sheet and horizontal segment.
In the same metal connecting piece, a reinforcing rib plate is welded between the vertical connecting plate and the horizontal section.
In the same metal connecting piece, the two metal plates are in a splayed shape gradually closing to each other on the side of the horizontal connecting plate.
The side edge of the metal plate is provided with an arc-shaped groove.
The right-hand member of left side precast concrete floor slab is provided with left side recess, and the left end of right side precast concrete floor slab is provided with the right side recess of arranging with left side recess looks mutual disposition, and the cover is equipped with the cover in the bolt between corresponding two adjacent vertical connecting plates, and the periphery of cover forms the slip casting passageway that is used for to left side recess, right side recess in the slip casting passageway.
The invention has the beneficial effects that: in the invention, metal connecting pieces are pre-embedded in precast concrete, each metal connecting piece comprises two metal plates which are poured and fixed with corresponding precast concrete bodies to form an integral structure, the metal plates and corresponding metal frameworks are welded together, the connecting strength of the metal connecting pieces and the precast concrete is ensured, the arrangement of the bent plates improves the anti-pulling capacity of the bent plates and the precast concrete in the left and right directions on one hand, and in addition, in the same metal connecting piece, the horizontal connecting plate is positioned closer to the central position of the corresponding precast concrete floor slab, so that a space is reserved for the arrangement of bolts, because the upper layer framework and the lower layer framework are closer to the edge position of the precast concrete floor slab, if the bent plates are not arranged, too large bolt arrangement space is not provided, and if the bolts are arranged too close to the edge, the connecting strength of two adjacent metal connecting pieces is also influenced, when the prefabricated concrete floor slab is used, the vertical connecting plates of the two adjacent metal connecting pieces are connected through the bolts, then cast-in-place concrete bodies are poured, the connection of the two adjacent prefabricated concrete floor slabs is achieved, the connection is simple and convenient, and the metal connecting pieces, namely embedded pieces, are fixed firmly.
Drawings
FIG. 1 is a schematic structural view of a mechanical plate seam joint according to the present invention;
FIG. 2 is a schematic view of the metal connectors of FIG. 1 engaged with precast concrete floor panels;
FIG. 3 is a sectional view taken along line A-A of FIG. 1;
FIG. 4 is an enlarged view at B of FIG. 3;
FIG. 5 is a schematic illustration of the mating of the left first metal connector to the right first metal connector of FIG. 1;
FIG. 6 is a side view of FIG. 5;
FIG. 7 is a top view of FIG. 5;
FIG. 8 is a schematic view of the structure of the first metal connecting member shown on the left side in FIG. 5;
FIG. 9 is a side view of FIG. 5;
fig. 10 is a top view of fig. 8.
Detailed Description
The embodiment of the mechanical plate seam connecting node is shown in figures 1-10: including controlling adjacent left side precast concrete floor slab 1 and the right side precast concrete floor slab 2 that sets up, each precast concrete floor slab all includes framework of steel reinforcement and pours the precast concrete body 14 who fixes into overall structure with framework of steel reinforcement, framework of steel reinforcement includes upside skeleton 12, downside skeleton 10 and connects the splice bar between upside skeleton 12, downside skeleton 10, upside skeleton 12, downside skeleton 10 all include the reinforcing bar of violently indulging staggered arrangement.
The right end of the precast concrete body of the left precast concrete floor slab 1 is provided with a left first metal connecting piece 4 and a left second metal connecting piece 22 which are arranged up and down, and the left end of the precast concrete of the right precast concrete floor slab is provided with a right first metal connecting piece 5 and a right second metal connecting piece 23 which are respectively arranged corresponding to the left first metal connecting piece and the left second metal connecting piece. In this embodiment, the left first metal connecting piece 4 and the left second metal connecting piece 22 are arranged in an up-down symmetrical manner, the left first metal connecting piece 4 and the right first metal connecting piece 5 are arranged in a left-right symmetrical manner, and the left second metal connecting piece 22 and the right second metal connecting piece 23 are arranged in a left-right symmetrical manner.
That is to say, each metal connecting piece's structure is the same, only arrange the direction inconsistent, metal connecting piece includes the angle steel, an limit of angle steel constitutes horizontal connection board 8, another limit of angle steel constitutes vertical connection board 16 of vertical arrangement, vertical connection board 16 is located the outside to precast concrete body 14, bolt perforation has been seted up on vertical connection board, adjacent vertical connection board that corresponds two metal connecting pieces is arranged side by side and is connected through bolt 6, that is to say, the first metal connecting piece 4 in left side, the vertical connection board of the first metal connecting piece 5 in right side passes through bolted connection, the vertical connection board of left side second metal connecting piece 22, right side second metal connecting piece 23 passes through bolted connection. The bolt is sleeved with a cushion cover 17 corresponding to two vertical connecting plates, a left groove 21 is formed in the right end of the left precast concrete floor slab, a right groove 19 which is opposite to the left groove 21 is formed in the left end of the right precast concrete floor slab, and a grouting channel for grouting into the left groove 21 and the right groove 19 is formed in the periphery of the cushion cover 17. Concrete slurry is injected into the left groove and the right groove through the grouting channel, and after the concrete slurry is cured, the shear concrete strips 20 extending in the front-back direction are formed.
A seam 3 is formed between the precast concrete body of the left precast concrete floor slab and the precast concrete body of the right precast concrete floor slab, the angle steel is positioned in the seam, the upper side framework and the lower side framework also extend into the seam, after the connection of the bolts 6 is completed, concrete is poured into the seam, and a cast-in-place concrete body 18 which is poured into an integral structure together with the upper side framework, the angle steel and the bolts is formed.
The metal connecting piece still includes two and corresponds precast concrete body and pours metal sheet 7 of fixing into overall structure, in this embodiment, metal sheet 7 is made by the steel sheet, the metal sheet welded fastening of the first metal connecting piece in left side is in the downside of the upside skeleton of the precast concrete body in left side, the metal sheet welded fastening of the second metal connecting piece in left side is in the upside of the downside skeleton of the precast concrete body in left side, the metal sheet welded fastening of the first metal connecting piece in right side is in the downside of the upside skeleton of the precast concrete body in right side, the metal sheet welded fastening of the second metal connecting piece in right side is in the upside of the downside skeleton of the precast concrete body in right side, each metal sheet is arranged with corresponding horizontal connecting plate side by side respectively.
In the same metal connecting piece, compared with the metal plates 7, the horizontal connecting plate 8 is positioned at the position close to the center of the thickness of the corresponding precast concrete floor slab, the two metal plates 7 are respectively welded and connected with the front side and the rear side of the horizontal connecting plate through corresponding bending plates 15, and bolts between the left first metal connecting piece and the right first metal connecting piece are positioned between the upper side framework and the corresponding horizontal connecting plate; bolts between the left second metal connecting piece and the right second metal connecting piece are located between the lower framework and the corresponding horizontal connecting plate.
The bending plate 15 comprises a horizontal section connected with the horizontal connecting plate in a welding mode and an inclined section connected between the metal plate and the horizontal section, and the metal plate is integrally formed with the corresponding metal plate. In the same metal connecting piece, a reinforcing rib plate 24 is welded between the vertical connecting plate and the horizontal section, and the reinforcing rib plate 24 is of a triangular structure; in the same metal connecting piece, the two metal plates 7 are in a splayed shape gradually closing to each other on the side of the horizontal connecting plate.
The side edge of the metal plate is provided with an arc-shaped groove 9. Item 13 in the figure indicates the insulation layer filled in the corresponding floor slab.
In this embodiment, left side precast concrete floor slab and right side precast concrete floor slab are the mill's prefab, it forms at the prefabricated processing of mill, metal connecting piece is pre-buried, metal connecting piece's metal sheet links to each other with corresponding skeleton welding, then carry out pouring of concrete, steel reinforcement framework has played the pre-fixing structure of pouring process to metal connecting piece, avoid pouring process metal connecting piece's position to remove, the joint strength between metal connecting piece and the precast concrete floor slab has still been increased simultaneously, the arc recess 9 of metal sheet and the "eight" font arrangement structure of metal sheet, all help improving the joint strength of metal sheet and precast concrete body. Of course, the foundation is the slab to be connected to the upper side framework or the lower side framework, and the upper side framework and the lower side framework are basically located at the edge position of the precast concrete floor slab, so that the horizontal connecting plate can be closer to the central position of the thickness of the precast concrete floor slab through the arrangement of the bending plate, a space is reserved for the arrangement of the vertical connecting plate and the bolts, the bolts can not only avoid the upper side framework or the lower side framework, but also the positions of the bolts are not too close to the edge position of the mechanical slab joint connecting node, the connection convenience and the connection reliability of the bolts are ensured, and meanwhile, the bending plate can also increase the blocking force of the metal connecting piece and the precast concrete floor slab in the left-right direction.
In the field, when the left precast concrete floor slab is connected with the right precast concrete floor slab, a joint is formed between the two precast concrete floor slabs, the angle steel is positioned in the joint, after the metal connecting pieces of the two adjacent precast concrete floor slabs are connected through bolts, concrete slurry is injected into the left groove and the right groove through the grouting channel on the outer side of the cushion cover, and after the concrete slurry is cured, a shear concrete strip extending along the front-back direction is formed; concrete is poured on the peripheries of the angle steel and the bolts, so that a cast-in-place concrete body is formed, the cast-in-place concrete body and the shear concrete strips can be formed in a one-step pouring mode, the construction of the mechanical slab joint is completed, the connection between the adjacent precast concrete floor slabs is simple and convenient, and the connection strength between the metal connecting piece and the precast concrete floor slabs is enough to be guaranteed.
1) The novel mechanical slab joint connecting node can improve the vertical bearing capacity and rigidity of the floor slab. (1) The prefabricated floor slab adopts the metal plates which are obliquely arranged, the direction of the metal plates is consistent with the direction of a plastic hinge line of the two-way plate floor slab, and the force transmission is more direct and efficient. (2) The mechanical slab joint connecting joint of the fully-assembled floor can effectively transfer transverse plate bending moment and shearing force between precast slabs, and changes a unidirectional slab stress mode into a bidirectional slab stress mode, thereby greatly improving the vertical bearing capacity and the rigidity of the floor. (3) The structural form can effectively improve the integrity and rigidity of the floor system, thereby reducing the vibration effect of the floor system under the action of environmental dynamic load and man-to-excitation load and improving the comfort level of the floor system. (4) The excessive deflection of a certain prefabricated plate due to the high concentrated force is reduced by the transmission of vertical shearing force and the interaction between the adjacent plates.
2) The novel mechanical plate seam connecting joint can improve the in-plane stress performance of a floor system. The metal plates are obliquely arranged in the bolts and the angle steel connecting plates, so that the in-plane shearing force of the floor slab under the action of wind load and earthquake can be effectively transmitted, the in-plane rigidity and integrity of the floor system are increased, the deformation of the floor system under the horizontal load is reduced, and the problems of insufficient in-plane rigidity and poor integrity of the dry floor system of the embedded part due to insufficient strength of the embedded part are solved. The floor system can be ensured to be always in an elastic working stage under the action of the design standard intensity earthquake, the change of a structural system design load transfer path due to the damage of the floor system is avoided, and the occurrence of a damage mode except a design target is avoided, for example, the common damage mode that the deformation in the floor system surface exceeds the support length of the floor system due to the poor in-surface rigidity and integrity of the prefabricated floor system in multiple earthquakes is caused. Meanwhile, the phenomenon that the connecting piece slides first before the 'dry' floor of the embedded connecting piece is damaged can be avoided, and the dependence degree of the bearing capacity and the rigidity of the floor on the embedded connecting piece is reduced.
3) According to the invention, the obliquely arranged steel plates and the mechanical plate seam nodes are applied to the floor joint connecting part according to respective mechanical properties of the obliquely arranged steel plates and the mechanical plate seam nodes, and compared with the conventional joint connecting mode, the floor joint connecting part has the advantage that the integrity and the joint connecting strength of the floor are improved. A triangular slope, namely a reinforcing rib plate, is arranged on the outer side of the right-angle side of the angle steel, and the angle steel is welded with the obliquely arranged steel plate through bending, so that the integral rigidity of the connecting piece is greatly increased, and the angle steel is prevented from being greatly deformed. The connecting mode has the advantages of simple structure and convenient construction, and has higher in-plane shear bearing capacity and deformation resistance. The connecting piece is arranged at the top and the bottom of the floor system, and can effectively transfer the transverse plate axial stress of the prefabricated floor slab, thereby improving the vertical bearing capacity and the rigidity of the floor system. Meanwhile, the two connecting pieces at the top and the bottom of the plate are matched for use to form a force couple mechanism, so that the two connecting pieces are balanced in tension and compression and interact with each other, the connecting pieces arranged at the top and the bottom of the plate in a matching way can transmit transverse plate bending moment, the phenomenon of premature failure of a single connecting piece under a complex stress condition is avoided, and the effect of the matched use of the two connecting pieces is superior to the effect of the independent use of the single connecting piece. Under the horizontal load, the plate top and the plate top connecting piece can transmit the inner force of the floor plane, improve the inner rigidity of the floor plane and the partition function of the floor, and have obvious effect on the anti-seismic performance of the structure.
4) The structure can realize that the component manufacturing is completely finished in a factory, the installation process is completely realized by 'dry' operation, the 'wet operation' and the field welding operation are eliminated, the field operation is reduced, the use amount of templates, supports and scaffolds is greatly reduced, the structure has the advantages of improving the working environment, reducing the working strength, improving the component quality, improving the working efficiency and the like, and meanwhile, the structure also has the social benefits of reducing the energy consumption, reducing the pollution to the environment and the like.
In other embodiments of the invention: the bending plate may not be integrally formed with the metal plate, for example, the bending plate is welded to the metal plate; the two metal plates may not be arranged in a "eight" shape, for example, both metal plates may extend in the left-right direction.
The embodiment of the precast concrete floor slab of the invention is shown in figures 1-10: the precast concrete floor slab has the same structure as the left precast concrete floor slab or the right precast concrete floor slab described in the above-described embodiments of the machinist slab joint connection node, and thus, detailed description thereof will be omitted.
Finally, it should be noted that: the above examples are only intended to illustrate the technical solution of the present invention, and not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; and such modifications or substitutions do not depart from the spirit and scope of the corresponding technical solutions of the embodiments of the present invention.
Claims (4)
1. Mechanical type board seam connected node, including controlling the left side precast concrete floor slab and the right side precast concrete floor slab of adjacent setting, each precast concrete floor slab all includes steel reinforcement framework and pours the precast concrete body who fixes into overall structure with steel reinforcement framework, steel reinforcement framework includes upside skeleton, downside skeleton and connects the splice bar between upside skeleton, downside skeleton, upside skeleton, downside skeleton all include violently indulge staggered arrangement's reinforcing bar, its characterized in that: the right end of the precast concrete body of the left precast concrete floor slab is provided with a left first metal connecting piece and a left second metal connecting piece which are arranged up and down, the left end of the precast concrete body of the right precast concrete floor slab is provided with a right first metal connecting piece and a right second metal connecting piece which are respectively arranged corresponding to the left first metal connecting piece and the left second metal connecting piece, each metal connecting piece comprises a horizontal connecting plate and a vertical connecting plate which is connected with the horizontal connecting plate and is arranged vertically, the vertical connecting plates are positioned at the outer sides of the corresponding precast concrete bodies, the adjacent vertical connecting plates corresponding to the two metal connecting pieces are arranged in parallel and connected through bolts, and cast-in-place concrete bodies are poured on the peripheries of the vertical connecting plates, the bolts and the horizontal connecting plates;
the metal connecting pieces also comprise two metal plates which are poured and fixed with the corresponding precast concrete body to form an integral structure, the metal plate of the left first metal connecting piece is welded and fixed at the lower side of the upper side framework of the left precast concrete body, the metal plate of the left second metal connecting piece is welded and fixed at the upper side of the lower side framework of the left precast concrete body, the metal plate of the right first metal connecting piece is welded and fixed at the lower side of the upper side framework of the right precast concrete body, the metal plate of the right second metal connecting piece is welded and fixed at the upper side of the lower side framework of the right precast concrete body, and each metal plate is respectively arranged with the corresponding horizontal connecting plate in parallel,
in the same metal connecting piece, the horizontal connecting plate is compared with the metal plates, the horizontal connecting plate is positioned at the position close to the center of the thickness of the corresponding precast concrete floor slab, and the two metal plates are respectively connected with the front side and the rear side of the horizontal connecting plate through the corresponding bending plates;
bolts between the left first metal connecting piece and the right first metal connecting piece are positioned between the upper side framework and the corresponding horizontal connecting plate; the bolts between the left second metal connecting piece and the right second metal connecting piece are positioned between the lower side framework and the corresponding horizontal connecting plate,
the bending plate comprises a horizontal section connected with the horizontal connecting plate in a welding way and an inclined section connected between the metal plate and the horizontal section, the inclined section gradually extends towards the center of the thickness of the precast concrete floor slab from the metal plate to the horizontal connecting plate,
for the left first metal connecting piece and the right first metal connecting piece, the vertical connecting plate is positioned on the upper side of the horizontal connecting plate; for the left second metal connecting piece and the right second metal connecting piece, the vertical connecting plate is positioned on the lower side of the horizontal connecting plate.
2. The mechanical panel-seam connection node of claim 1, wherein: in the same metal connecting piece, the two metal plates are in a splayed shape gradually closing to each other on the side of the horizontal connecting plate.
3. The mechanical panel-seam connection node of claim 1, wherein: the side edge of the metal plate is provided with an arc-shaped groove.
4. The mechanical plate joint connecting node according to any one of claims 1 to 3, wherein: the right-hand member of left side precast concrete floor slab is provided with left side recess, and the left end of right side precast concrete floor slab is provided with the right side recess of arranging with left side recess looks mutual disposition, and the cover is equipped with the cover in the bolt between corresponding two adjacent vertical connecting plates, and the periphery of cover forms the slip casting passageway that is used for to left side recess, right side recess in the slip casting passageway.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110516805.1A CN113175140B (en) | 2021-05-12 | 2021-05-12 | Precast concrete floor slab and mechanical slab joint connection node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110516805.1A CN113175140B (en) | 2021-05-12 | 2021-05-12 | Precast concrete floor slab and mechanical slab joint connection node |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN113175140A CN113175140A (en) | 2021-07-27 |
| CN113175140B true CN113175140B (en) | 2022-08-09 |
Family
ID=76929210
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110516805.1A Active CN113175140B (en) | 2021-05-12 | 2021-05-12 | Precast concrete floor slab and mechanical slab joint connection node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113175140B (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204983306U (en) * | 2015-09-17 | 2016-01-20 | 中民筑友有限公司 | Amalgamation prefabricated plate |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205475830U (en) * | 2016-01-29 | 2016-08-17 | 中民筑友有限公司 | Installation node of wallboard connecting piece and wallboard |
| CN108729564B (en) * | 2017-04-19 | 2024-04-16 | 北京清华同衡规划设计研究院有限公司 | Assembled building system |
| CN107975176A (en) * | 2017-11-23 | 2018-05-01 | 哈尔滨工业大学 | Assembly concrete mat formation in advance building cover board H-shaped node connector and connection method |
| CN107882232A (en) * | 2017-11-23 | 2018-04-06 | 哈尔滨工业大学 | A kind of assembly concrete is mated formation the node connector and attaching method thereof of building cover board in advance |
| CN108590005B (en) * | 2018-04-20 | 2019-05-24 | 长安大学 | A kind of hollow two-way superstructure of assembled integral concealed beam and assembly method |
| CN111877622B (en) * | 2020-07-06 | 2022-06-21 | 东南大学 | Full-assembly type concrete floor slab seam butterfly type connecting node |
-
2021
- 2021-05-12 CN CN202110516805.1A patent/CN113175140B/en active Active
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204983306U (en) * | 2015-09-17 | 2016-01-20 | 中民筑友有限公司 | Amalgamation prefabricated plate |
Also Published As
| Publication number | Publication date |
|---|---|
| CN113175140A (en) | 2021-07-27 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203213282U (en) | Fabricated reinforced concrete frame structure system | |
| CN103195170A (en) | Prefabricated reinforced concrete frame structure system | |
| CN108894362B (en) | Assembled grid type thin-wall steel plate recycled concrete combined shear wall and assembling method | |
| CN110258791B (en) | Hinged nondestructive energy consumption prefabricated frame beam column node and construction method thereof | |
| CN110273481B (en) | Connecting node of double-steel-plate combined shear wall and floor slab and construction method thereof | |
| CN207063170U (en) | The house that a kind of shear wall slab by steel square tube and steel plate splicing is assembled | |
| CN107130716B (en) | Post-pouring tooth slot connection assembly type building roof | |
| CN113482208B (en) | Dry-wet combined connecting structure of precast concrete floor slab and construction method | |
| CN105297886A (en) | Lightweight steel structure building frame system | |
| CN113389268A (en) | Assembly type reinforced concrete frame disassembly-free formwork combined connecting system and construction method thereof | |
| CN106760036A (en) | A kind of prefabricated steel combined concrete shear wall | |
| CN210562612U (en) | Hinged nondestructive energy-consumption prefabricated frame beam-column joint | |
| CN113175140B (en) | Precast concrete floor slab and mechanical slab joint connection node | |
| CN215106095U (en) | Metal connecting piece for precast concrete floor slab | |
| CN110130485B (en) | Prefabricated assembly type beam column node with toothed plates and assembly method thereof | |
| CN104032861A (en) | Hybrid coupled wall type steel column and non-energy-dissipation beam connection node structure and construction method thereof | |
| CN218233999U (en) | Frame beam structure | |
| CN106436969A (en) | Intersecting reinforcement profiled steel plate shear wall with broadside slotting | |
| CN111364642A (en) | Assembled energy-consumption shear wall system and construction method thereof | |
| CN217557877U (en) | Node structure that steel-concrete combination beam column is connected | |
| CN218148854U (en) | Assembly type reinforced concrete frame disassembly-free formwork combined connection system | |
| CN210712505U (en) | Shallow slot type connection structure of steel plate combination beam and steel plate combination beam | |
| CN215563517U (en) | Steel plate concrete combined shear wall | |
| CN113802741A (en) | Pin shear connection assembly type beam-slab combination system based on orthogonal corrugated steel plate bending-resistant tie-bar composite floor slab | |
| CN212506733U (en) | Assembled concrete structure beam column connected node |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20211112 Address after: 450000 floors 1-10, building C, office area, yard 87, Songshan South Road, Erqi District, Zhengzhou City, Henan Province Applicant after: ECONOMIC TECHNOLOGY RESEARCH INSTITUTE OF STATE GRID HENAN ELECTRIC POWER Co. Applicant after: STATE GRID CORPORATION OF CHINA Applicant after: He'nan University of Technology Applicant after: Zhengzhou Jitai Construction Engineering Co.,Ltd. Address before: No. 86, West Chang'an Street, Xicheng District, Beijing 100031 Applicant before: State Grid Corporation of China Applicant before: ECONOMIC TECHNOLOGY RESEARCH INSTITUTE OF STATE GRID HENAN ELECTRIC POWER Co. Applicant before: He'nan University of Technology |
|
| TA01 | Transfer of patent application right | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |